Details
| Original language | English |
|---|---|
| Pages (from-to) | 3309-3326 |
| Number of pages | 18 |
| Journal | International Journal of Solids and Structures |
| Volume | 33 |
| Issue number | 20-22 |
| Publication status | Published - Aug 1996 |
| Externally published | Yes |
Abstract
For three-dimensional continuum elements in solid mechanics crucial developments were achieved by Simo and Armero [Int. J. Numer. Meth. Engng 33, 1413-1449 (1992)] and Simo et al. [Comput. Meth. Appl. Mech. Engng 110, 359-386 (1993)] recently. These elements are locking free and show superior bending behaviour even for large strains. Naturally, solid elements are easier to develop and to implement than shell elements. This fact motivates a comparison of continuum and shell elements for thin shell problems. Thus, in this paper, continuum and shell formulations are compared for finite elasto-plastic deformations.
ASJC Scopus subject areas
- Mathematics(all)
- Modelling and Simulation
- Materials Science(all)
- General Materials Science
- Physics and Astronomy(all)
- Condensed Matter Physics
- Engineering(all)
- Mechanics of Materials
- Engineering(all)
- Mechanical Engineering
- Mathematics(all)
- Applied Mathematics
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In: International Journal of Solids and Structures, Vol. 33, No. 20-22, 08.1996, p. 3309-3326.
Research output: Contribution to journal › Article › Research › peer review
}
TY - JOUR
T1 - A comparison of three-dimensional continuum and shell elements for finite plasticity
AU - Wriggers, Peter
AU - Eberlein, R.
AU - Reese, S.
PY - 1996/8
Y1 - 1996/8
N2 - For three-dimensional continuum elements in solid mechanics crucial developments were achieved by Simo and Armero [Int. J. Numer. Meth. Engng 33, 1413-1449 (1992)] and Simo et al. [Comput. Meth. Appl. Mech. Engng 110, 359-386 (1993)] recently. These elements are locking free and show superior bending behaviour even for large strains. Naturally, solid elements are easier to develop and to implement than shell elements. This fact motivates a comparison of continuum and shell elements for thin shell problems. Thus, in this paper, continuum and shell formulations are compared for finite elasto-plastic deformations.
AB - For three-dimensional continuum elements in solid mechanics crucial developments were achieved by Simo and Armero [Int. J. Numer. Meth. Engng 33, 1413-1449 (1992)] and Simo et al. [Comput. Meth. Appl. Mech. Engng 110, 359-386 (1993)] recently. These elements are locking free and show superior bending behaviour even for large strains. Naturally, solid elements are easier to develop and to implement than shell elements. This fact motivates a comparison of continuum and shell elements for thin shell problems. Thus, in this paper, continuum and shell formulations are compared for finite elasto-plastic deformations.
UR - http://www.scopus.com/inward/record.url?scp=0030215974&partnerID=8YFLogxK
U2 - 10.1016/0020-7683(95)00262-6
DO - 10.1016/0020-7683(95)00262-6
M3 - Article
AN - SCOPUS:0030215974
VL - 33
SP - 3309
EP - 3326
JO - International Journal of Solids and Structures
JF - International Journal of Solids and Structures
SN - 0020-7683
IS - 20-22
ER -